EXPERIMENTAL STUDY ON ASEISMIC BEHAVIOR OF POROUS BRICK MASONRY STRENGTHENED WITH GFRP

Chen Yaoyan; Ruan Jimin; Wang Bosheng; Zhang Binbin

doi:10.13204/j.gyjz200407026

Volume 34 Issue 7

Dec. 2014

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Chen Yaoyan, Ruan Jimin, Wang Bosheng, Zhang Binbin. EXPERIMENTAL STUDY ON ASEISMIC BEHAVIOR OF POROUS BRICK MASONRY STRENGTHENED WITH GFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 88-90,96. doi: 10.13204/j.gyjz200407026

Citation:

Chen Yaoyan, Ruan Jimin, Wang Bosheng, Zhang Binbin. EXPERIMENTAL STUDY ON ASEISMIC BEHAVIOR OF POROUS BRICK MASONRY STRENGTHENED WITH GFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 88-90,96. doi: 10.13204/j.gyjz200407026

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EXPERIMENTAL STUDY ON ASEISMIC BEHAVIOR OF POROUS BRICK MASONRY STRENGTHENED WITH GFRP

doi: 10.13204/j.gyjz200407026

1.
1. College of Architecture and Engineering Zhejiang University Hangzhou 310027;
2.
2. National Centre of Building Engineering Quality Supervision and Testing Beijing 100000

Received Date: 2003-12-20
Publish Date: 2004-07-20

Abstract

Abstract

The effects of two strengthening manners of GFRP and the initial crack on aseismic behavior of the strengthened porous brick masonry walls are explored through experimental study on three specimens strengthened with GFRP.At the same time, the calculating methods for ultimate shear bearing capacity of the walls strengthened with GFRP are established on the basis of two strengthening manners, whose results are basically agreed with the test data.
- GFRP,
- brick masonry,
- seismic rehabilitation